Istanbul 2004 International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004 
  
APP AT1 AT2 AT3a AT3b 
X Y z X Y 2 X Y Zz X Y. Z X Y 2 
  
  
Mean -0.145 | -0.112 | 0.281 0.054 | 0.107 -0.216 0.031 -0.046 | -0.183 | 0.012 | 0.122 | -0.114 | -0.012 | -0.096 | -0.288 
  
St. Dev. | 0.142 | 0.102 0.436 | 0.107 | 0.099 0.131 0.078 | 0.140 | 0.271 0.140 | 0.080 0.126 0.086 | 0.129 | 0.154 
  
| | Min. -0.480 | -0.350 | -0.310 | -0.318 | -0.081 -0.440 | -0225 | -0.300 | -0.613 | -0.438 | -0.011 | -0.342 | -0.285 | -0.364 | -0.603 
  
Max 0.150 | 0.080 1.110 ] 0267 | 0.305 0.124 0.169 | 0.240 0.198 0.287 | 0.289 0.217 0.111 0.197 | -0.022 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Table II. Check point statistical parameters for Palermo project (in meters) 
  
  
he ground Palermo 
  
  
  
  
(APP) (ATI) (AT2) (AT3a) ^| (AT3b) 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
ed by Inpho 
4.4 software. 040 77 
by Applanix 
of AT taken 
re produced. 030 47 
dence of well 
environment 
ible to draw 020 4. 
variations on 
  
RMS [m] 
  
  
  
derived from 
Palermo, and 
  
, 9 tie points 
ts visible on 
| strips. 63 tie 
or orientation 
y GPS were 
2s. 
rison between 
by Applanix 
software for 
> comparison 
discrepancies, 
ler cases the 
ignitude and 
  
  
  
  
Figure 5. Ortophoto of Palermo (APP) with raster map at scale 1:2000 
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